3284671 | 114102 | None | SR Rate 2023-24 Vol-3 P.No 9 I.No.2.5a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.In area of light jungle ( ---- DTS | 100 Sqm | 519.39 | 519.39 | 0.77 | False | None | None | False | None | False | 399.9303 | 0 |
3284672 | 114102 | None | SR Rate 2023-24 Vol-3 P.No 9 I.No.2.1,201-IV | Cutting of Trees, excluding removal of stumps and roots of trees,Girth from 300 mm to 600 mm (SR Rate 2023-24 Vol-3 P.No 9 I.No.2.1,201-IV). ---- DTS | Each | 786.35 | 786.35 | 4.0 | False | None | None | False | None | False | 3145.4 | 0 |
3284673 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 8 I.No.1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting outshoring strutting,barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. Cost of De-watering 5 % (A+B) (SR Rate 2023-24 Vol-1 P.No 8 I.No.1.15.1) ---- DTS | Cum | 503.73 | 503.73 | 48.51 | False | None | None | False | None | False | 24435.9423 | 0 |
3284674 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 6 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Cost of De-watering 5 % (A+B)(SR Rate 2023-24 Vol-1 P.No 6) ---- DTS | Cum | 414.92 | 414.92 | 96.39 | False | None | None | False | None | False | 39994.1388 | 0 |
3284675 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 15 I.No.2.1.4 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. (SR Rate 2023-24 Vol-1 P.No 15 I.No.2.1.4) ---- DTS | Cum | 8216.39 | 8216.39 | 12.6 | False | None | None | False | None | False | 103526.514 | 0 |
3284676 | 114102 | None | SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3) ---- DTS | Cum | 8373.66 | 8373.66 | 25.2 | False | None | None | False | None | False | 211016.232 | 0 |
3284677 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 111 S.No.3 | 5Persentage Form work for foundation works (Foundation, Sub structure of Cross drainages) (SR Rate 2023-24 Vol-1 PNo 111 S.No.3) ---- DTS | Cum | 418.68 | 418.68 | 25.2 | False | None | None | False | None | False | 10550.736 | 0 |
3284678 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 16 I.No.2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The ranite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(SR Rate 2023-24 Vol-1 P.No 16 I.No.2.4.2) ---- DTS | Cum | 8356.48 | 8356.48 | 17.57 | False | None | None | False | None | False | 146823.3536 | 0 |
3284679 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 112 S.No.11 | 10Persentage Form work for Side wall (Earth retaining structures) (SR Rate 2023-24 Vol-1 P.No 112 S.No.11) ---- DTS | Cum | 835.65 | 835.65 | 17.57 | False | None | None | False | None | False | 14682.3705 | 0 |
3284680 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 16 I.No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (SR Rate 2023-24 Vol-1 P.No 16 I.No.2.5.1) ---- DTS | Cum | 8762.21 | 8762.21 | 64.39 | False | None | None | False | None | False | 564198.7019 | 0 |
3284681 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 112 S.No.11 | 10Persentage Form work for Side wall (Earth retaining structures) (SR Rate 2023-24 Vol-1 P.No 112 S.No.11) ---- DTS | Cum | 876.22 | 876.22 | 64.39 | False | None | None | False | None | False | 56419.8058 | 0 |
3284682 | 114102 | None | SR Rate 2023-24 Vol-1 P.No 18 I.No.2.11.h | Steel Fabrication- Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.All other type of structures. (SR Rate 2023-24 Vol-1 P.No 18 I.No.2.11.h) ---- DTS | Tonne | 104420.94 | 104420.94 | 6.58 | False | None | None | False | None | False | 687089.7852 | 0 |
3284683 | 114102 | None | SR Rate 2023-24 Vol-3 P.No 117 I.No.12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(SR Rate 2023-24 Vol-3 P.No 117 I.No.12.4) ---- DTS | Cum | 3537.92 | 3537.92 | 30.95 | False | None | None | False | None | False | 109498.624 | 0 |
3284684 | 114102 | None | SR Rate 2023-24 Vol-3 P.No 117 I.No.12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (SR Rate 2023-24 Vol-3 P.No 117 I.No.12.2) ---- DTS | m | 315.86 | 315.86 | 28.0 | False | None | None | False | None | False | 8844.08 | 0 |
3284685 | 114102 | None | SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges &fixing charges. (SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55) ---- DTS | No | 7745.9 | 7745.9 | 1.0 | False | None | None | False | None | False | 7745.9 | 0 |